Comparison of Estimaed Driving Parameters to Dynamic Test ... · PDF fileComparison of...
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Comparison of Estimated Driving Parameters to Dynamic Test Results
Xavier C. Barrett, PE Kleinfelder Southeast
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Project Information
• Western Wake Freeway • Dual Bridges over:
– Jack Branch (#18); 3 Spans – White Oak Creek (#19); 7 Spans – Panther Creek (#23); 2 Spans – Nancy Branch (#26); 3 Spans
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Project Location
Bridge 26
Bridge 23
Bridge 18
Bridge 19
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Geologic Setting
• Inner Piedmont Physiographic Province • Metamorphic Noncrystalline Bedrock
SITE
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General Subsurface Profile
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General Subsurface Profile
Residual Soil
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General Subsurface Profile 1
Residual Soil
Weathered Rock
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General Subsurface Profile
Residual Soil
Weathered Rock
Noncrystalline Rock
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Initial Design Analysis Inputs
• Model Subsurface Profile (c, φ, γ) from Boring Results, Previously Published Data
• Perform Static Analysis (Driven, APile) • Determine Length, etc. for Required Nominal
Static Geotechnical Resistance
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Initial Dynamic Analysis Inputs
• Subsurface Load Distribution from Static Analysis
• Hammer/Cushion Combination • Soil Dynamic Properties
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Soil Dynamic Properties - Quake
• Usually, the Smith Model Works Well • Definition: Rate of Mobilization of the Soil
Resistance • Models the Elastic Displacement Limit • Effect: Models the Soil Response Time • Default Values in WEAP:
– 0.10 inch for skin – 0.15 inch for toe
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Soil Dynamic Properties - Damping
• Usually, the Smith Model Works Well • Definition: Product of Pile Segment Velocity
and Static Soil resistance • Models the Remolding of Soil Adjacent to the
Pile • Effect: Major Effect is on the Pile Tip • Default Values in WEAP:
– 0.05 sec/ft for skin – 0.15 sec/ft for toe
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Preliminary WEAP Results – Bridge 19
• Nominal Geotechnical Resistance: – 500 kips
• Factored Geotechnical Resistance (φ = 0.6): – 300 kips
• Pile Section: HP 12X53, 50 ksi yield • Pile Hammer: Delmag D30 OED (60,000 ft-lbs) • Required Blow Count at Final Driving:
– 124 blows/foot
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PDA Results – Bridge 19
• Dynamic Nominal Geotechnical Resistance: – 000 kips to 000 kips in Weathered Rock
• Factored Geotechnical Resistance (φ = 0.6): – 300 kips
• Blow Counts at EOD: 124 blows/foot • Total Dynamic Resistance at EOD: 755 kips
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CAPWAP Results – Bridge 19
• Dynamic Toe Resistance: 377 KIPS • Dynamic Skin Resistance: 378 kips • Total Dynamic Resistance: 755 kips • Required EOD blow count: 80 • Signal Match Quality: 3.25
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CAPWAP Force Plot – Bridge 19
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CAPWAP Velocity Plot – Bridge 19
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CAPWAP Results - Bridge 19
• Signal Matched Parameters - Quake – Skin Quake: 0.10 inch – Toe Quake: 0.15 inch
• Signal Matched Parameters – Damping – Skin Damping: 0.03 sec/ft – Toe Damping: 0.15 sec/ft
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EOD QUAKE COMPARISONS
Bridge No. WEAP Qs WEAP Qt CAPWAP Qs CAPWAP Qt Match
Quality
18 0.050 0.150 0.080 0.400 2.11
19 0.050 0.150 0.100 0.150 3.25
23 0.050 0.150 0.100 0.300 2.18
26 0.050 0.150 0.100 0.400 2.82
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EOD DAMPING COMPARISONS
Bridge No. WEAP Ss WEAP St CAPWAP Ss CAPWAP St Match
Quality
18 0.100 0.150 0.190 0.030 2.11
19 0.100 0.150 0.030 0.030 3.25
23 0.100 0.150 0.070 0.040 2.18
26 0.100 0.150 0.150 0.040 2.82
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CONCLUSIONS
• CAPWAP Qs = Up to 90% Higher than Default • CAPWAP Qt = Up to 100% Higher than Default • CAPWAP Ss = Up to 10% Higher than Default • CAPWAP St = As Low as 20% of Default
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QUESTIONS?